Loading...
HomeMy WebLinkAbout90D1465 CB#4-A Type IL SS MH# Station +7 -00 WiSolid Cover 5.00 Rt5+15 Install Type 'A' Mod. Mon. 5-00' Lt 4+93-75 Rim=484-30 CB#4-B T II SS MH# I I Rim= 485-02 I-E(8"in)=478-90 hE-(Al 0=482-35 hE(8"out)=478 80 W/Solid Cover 5.00 Rr 2+70 Widen Gravel Shoulder 5.00'Lt 2+16.31 Rim=496�07 AS Heq a lo Provide Rim=497.69 FE• 8"in)=491.10 75')5 Turnaround rM)t)\ __ Rim Inlet W/4'-6" -- - "- 0uarry Spalls I Deep ----------- --------- ------------------ ------- ------------------ ----------- 8 AC WM uture Roadway Improvements��------------------------- B"AC WM oc --- -- --- ----- -------_-- ---- ---- o g `o - ---- -- Siubout � P;DRIU -12 �-- ---------------- - - . .-- .. -------------------- g - - -- - pvc " _ -- SDR-35 S-Ou3��LE 48239 0° r ---------- S=0.30% hE=49463 "PVC S R- S=4.42% - Edge Pavt This Project + � _ + h Surface Brassie 2 4 yy Street 5 A Instoll Type A Mod• n o_ o N So.I/4 Cot Sec I I _ - - - w Sta_0+00_00 - N01"II'50"E 00 LL = ---- 6 LF 8" PVC SDR-35 S= -96% 24 LF 8" PVC SDR'3 S=3.77% o 11 r11 : x 22LF 8"PVC SDR-35 g9 - Install Per City Std. 1-1/2" PVC Sch• 40 (Galy. Steel Beneath Pa e\, '-' ro m z 5=0-30% f tg3' N Conduit W/2-#6 THW 8 I-#BTHW Grd 3 = cb 0 2'PVC hE•-49306 \ I- - c 9„ m w F Stubout Instal I Type 'A Mod Mon =494-43' m + o 0 H# II-A Install Junc Box 8 FG=495,98 Install Junc Box 8 �" 500 Rt 0+05 Luminaire Per City Install"End Of Roadwa " _ Luminaire Per City Const Sid Curb Ram T Rim=50394 Sid 235' Rt I+00 _ Market WI6-102 IE!'a l8" •,\ C, Sid- 23-5' Rt 4+68 "PVC FH Typical Two Locotions 1625'RP 5+94 z hE=498.94 CB#4-C Type Red W/Red Reflectors n / Stu m = 1625' Rt 2+16.31 �1 2-5 Rim 4l)=47 . o Rim= 497-33 On Type X Roadway \ ';\ 'pd', 16 25 Rt•5+52 hE(All)=479 23 °J hE•= 49466 Barricade (Modified Red ` �s + 25' 25' Rim=483.12 N - 8 White) Exact Location ". ` _ Install ' Dead End CB#4 T I I-HA10=478-96 To Be Approved By Fire - .� Sign W14-1 30"x30" 16-25 Rt0+42 17' 17' z Department, Rim=482-95 = FL=496• 9 I E )=478-41 \ c FE(E(E)=478.31 LOT 10 N LOT I LOT 2 LOT 3 I•E-(NW)=478.68 . I FE-(NE)=480-72 _1 Install Special Sign "Private Install Junc Box 8 Luminaire PE-(S)=479-I8 Driveway Access Beyond This Per City Sid- 63-25' Rt. 2t85 I Point" On Type III Roadway :`I Barricade (Modified Red 8 5' White) Exact Location To Be Approved By Fire Department- Sign To Be 4" Black Letters On 1�1 till Reflective White W/srd. Spacing" SEE SHEET 4 Per WSDOT Design Guidelines• 0 I a I 510 0 APPROVED O w + T7�'.-:tt C7#: 'P "jC10 WORKS 505 MK a 0 CIrY ;1, AUBURN N - ¢MMNFEMU3 OEPARSMENI # „ APPROVED e = E OEPT. OF AUBURN OY WORKS APtRWEO - +p ENGINEERING DEPARTMEN9Co - -`- N DA*E 7- z4 - � - # # E �.PPRUVEU uM� ^•'� --- -296% m of 7�R Racists VAT" 2/a11&'Y 500 . -__ . PE= 98.94 (Consh Charnel To South x `- - - m _ 495 495 For Future Extension) _ LOG' VC + , 0 ,p� •8QN6It� ��1 - I , ----- - finish Grade At F Q > 490 -�_ -- c no a # # � U U 485 = so - 1 AW vC "0 4W Sheet Ne•4 - -- - — - -- -- - "These plans are as-built and the information shown — F accurately reflects existing field conditions as of . 9 I •tin1=40 D this date 5/1 /90 ". n7D 1 aout)_ 7& x o 4Z5__1 475 nm r za n Kf v a i1 5 6 in In r� 470 N © m N m - - - IWt Strew NW !� �J ® s=chz Revised St ---;/21/ _ -- Sheet tt0, • _ ENTERPRISES, 1NC• Rev sod Per - 5W Z 316(H bTWET, AUBURN, Wk- Revised ?er PLAN / PROFILE 0 1 2 3 4 Extend Roadway Corot To A1.--2/8/!9 RLM 6,�-70% '127- 041� _.�...r'f 6 -_ - aso6 go0lA- bs Install "Stop" Sign RI-1 (30"x301 W/Street Name Sign 40'Lt• 6+45 Install "No Outlet" Sign WI4-2 (30"x30") 15' Lt• 6+10 g Z 3 U � i Q t Riprap Inlet W/4"-6" Quarry Spoils I' Dgep n c a ______-- ,.� ._ -___ ___________________________________________________________________________________ __________________________ ________—_—_____________________________________________________________________________________________________________________ ________________ o ��� - « •�•\ - - p o g"pC Wry)_ N �;c� ----- ------ Roadwa----------------------- ---- ___________________ __-_ __ _ _ _ N ♦ W .:: o 1 a° Roadside Ditch • -• _. _ a 15 ' N N y I 8 > O M coa r? � � O dk T a 'yy' 9 St eet to NW II — N M w N01°11'50"E i H c + IR\ Const 35' Residential ';� Install Per City Std- 1-1/2" PVC Son- 40 r" s w Install Type A Driveway 8+45 a= z Modified Mon o Conduit W/2-#6TRW B I-#BTHW Grd N r J � (Joint Use) N in z V xJWLF - = 173 LF 8.'PVC R- S= -70% 2 6"xl2' PVC Stubout CB#2 T eI CB*I T eI Install Juno Box & Luminaire Install June Box 8i Luminaire Install Junc• Box B Luminaire 16.25' Rt. 8+75 Per City Std. 23 5'Ri IC+45 Per City Sid. 23.5' Rt- 6+35 Rim= 4t. 7+02 Per City Std. 23-5' Rt• 8+25 y "Install 40 LF I-I/2"Galt' y Rim=484.90 IR-E•(AI418485.74 Steel Conduit For Future I-E-(AII)=481-07 Use (•Cap End) LOT 10 LOT II LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT IT LOT 18 v 500 a 500 0 0 0 495 > 495 m -r Finish Grade At " - - - - -- - - ---------- -- - -- - - ------ ---- 200' Vc - -- ----- 490 ra 2.7 • ---___— ---- - Existing Ground 4W ---- ------------------ A 6 @ROVED 4$5 V=MLEE31Na pfiffiARSMEN1 480 480_ ' kPPRI•"dE77 i 475 j�PR�a L,4i17 475 "These plans are as-built and the information shown 47O accurately reflects existing field conditions as of this date 5/ I /90 '�• ism �" J 470 N (V 465 Q ^ a N $ a, DE-370 a v W m I I 12. 460 to- i � X- 0 on o r r um + t Scale, Z m o IN Street NIN L ® )p 0 I•_zo�R=' > c+� v $ c 9 c v D_ 1'- V yr L - ENTERPRISES, INC- Revised Per City Review--11/17/a ---RLM 5A00 * 34TH STREET, AUBURN, 'A s 7 6 s to Sheet /vc Revised 'Per city Review---W22Jee...Rl:ht PLAN / PROFILE 0-7866 927- 0416 Zci 6 PF Z� 90V 1465 C? F # �-3 70 ggam,, II Junc x m air. Per City Std S MH# 30 I 20-23 Lt• 13+68• Install STOP" Sign RI-I SS MH# 18 Install Junc Box 8 Luminaire 5.6 Lt- 13+15.17 op 30"00" Banded To Pole By Method Approved By City Engr 5.5'Lf 15+05 34 n /-� Per City Std. 20-25 Lt 15+90 Rim=49099 N� w I CB#TOT Type I-C Rim=48767 CB#12T el-C tE (8"in)=480.10 - Mu Rim=485.34 I M . 16 25 Lf 13+70 13+74 2'Wide hE-(8"in)=479.24 16-25 Lt• I6t65 I-E-W'out)=480-00 , e w a 6 0- I - Q Rim=48951 Thermoplastic Stop Bar I'E(8"out)=479.14 er ity t I Lt 1 + Sta 12+64 20'Rt , mo �m "�� I-E=485-82 I-E=481-68 Install "Sto Sin - ° nstall Per City Specs P g r �iO- M B Standards Install Per City Std. Stub Cut Pluugg RI-I (30"x 30") PHASEII� ac6 '� - CIE=479.34 I-I/2" PVC Sch• 40 ConduiT 10 8" PVC SOR36 o __ _______________ - -_--_-_ ____ _ 2'Esm't Far Street Lighting W/2-#6THW d I-#8THW Grd I•E-=481.72 S=040% o ----- o ture RoadwayImprovements�r °woo' y __ -- ------ ------ c -- - -- — ------------------------- -- - 22 ¢ M �R00~D11C �' i 1 u063 +20.17 60th Ave p - 25 LF 8"PVC SDR-35 h "PVC SDR-35 a 13+08.80 So•3161 ) S=040% (Stub out aPlug) >� :o i> = 0 190 LF 8"PVC SDR-35 S=0 40% ! a o nl - S=3.00% m y I all T pe A Mon ur I 15 m _ _ y IG n 17 i � N JM Not' II 50 E wn - an Existing Stub v I Q _ m w M W r o + 0 2"Rigid Galy Steel Conduit v s _z N N ry a) O N q M O TOO LF - S= • I N With 3-#6 J,S•E• To Vault vi Phase 295 LF 8" PVC SDR-3 �i, / (To Be Connected By Others) - 250 IF PV T peI C. . PC 13+30-79 a -- -cB# II 7 e I C- -- ---- -- ------------------------- --- -- -- --�PSLGELP4WER - - -- ---------- -- ---------- --------------------- - � — T ---PLSzEZP9WE@5---- ----------- --- I6.25RF 12+70 < , ---- -�-_ - P 13+7 V2 + CB#13 T eI-C Rim=490.39 VIA`.,; Rim=489.51 16.25 Rt. 16+65 I•E•(8")=486.72 I E•(AII)=485-72 a• 14+ D 2 ' R 5' RE =485-3 58 SS MH#20 Install DE D END Sign I - 5 Lt 12+25 End Curb Gutter 8, SW I - End Curb Gutter 5 SW WI4-1 30"x3O" , Rim=491-05 On Rt. Phase II Lt- 6 RP Phase h 17'Lt 8,Rt I-E= 482-80 Sto 12+73 m Sto 131,67 I Typical Four Locations Sta 12+70 24' Ri M Install "Stop ' Sign RI-I r install + ate WitF 30' x30"(PHASE I0 f Double Arrow Sign I w W/Street Name Signs J WI-7 (48"x 24") _ m - _ o LOT 18 LOT I LOT 2 m _ LOT 3 LOT 4 LOT 5 m g . - LOT 6 LO Sto 13+34 24' Ri ht I"1 install Road Closed' Sign RII-2 (48"x30' ) / / I SS MH 17 lo'- 157.44 RA 15+05-34 Rim='i840 / I•E(8"in)=478.49 SSO+26 IE (8"out)=47839 $_ SSI+65 SSO+85 1 ` / I SS 2+45 ' NOP 31'20"W in_ Drainage Utilit Easement 320 LF 8" PVC SDR-3 5=1.06% ' ----------_-- Drai a e Swale --- / --- I --- ------------�-Top Of Slope ------------- ------ --------'I-------------------------------- / 80' 80' 80' 1 80, Nor II 50 E "lhese plans are as-built and the information shown accurately reflects existing field conditions as of . 510 this date 5/1 /90 I PHASE 1Z 1 {l t•e � R :. `� � i ::.III LS" '?--, ♦ art"•s 505 _ CONSTRUCTION COMPLETE Ls,� , , � , .. DATUM t 505 i City Of Auburn BM 26-K 4 PHASE I S0 316th '` _ CL Mon ISih fi West Valley Highway SEE SHEET 2 — TOP Brassie 56-46 WO 500 N PHASE714 0 PHASE I CONSTRUCTION COMPLETE PHASE I m v APPROVED �A man a, #m 'n DEPT. OR eU90C WORKS �\\ 485 __ � m E - ++ + Y CITY OF AUBURN t 44�J o N¢ # 1- 0 ENGINEERING DEPARTMENT 3 RATE _ •- _Existing Ground -h00 _ �� E APPROVED BVtT - E 490 MIX > 4WQ _. - ---- -- - - -- -- - � � -p- Finish Grade At -CE M 1 0 - 80, VC cmi --- •75 o I i =h �� _ -- 485 - = 485 1 x2 5 SO -35 S=1.40 S=3.00% _ e - ----------------------- O _- -__-_ Existing Ground at San Sewer -- -� 480 I•E=4 2-80 L _ _ --------------------- _ 40-Q" . Exist• StubE t E(all in)480-10 hE 48000 - - tE-= F60(Verify 1•E m1479-24 - = t' - us . hE eW 4 14 I•E(in)4 49 .. __—m . - _ v kb 1 475 I-E+(out)476-39 WI ___ _ PFiABEH v PHASE I 6"x 162' SDR-35 S=0 400/ NQD Revised Street 6 Storer Per City Review---4/6/87 ti cc Revised San SeVrer Per Cit Revie --- 2P19/87-••RLM v N m 17 18 470 0 0 m Seale: Z + m 'W' STREET NW ., , a E►;Tf.RPRISES, INC- QE* FLAN / PROFILE � SO- 316TH STREET, AUBURN, W " 12 13 14 15 16 - LIS-T866 VT- GCVO 3_uf 6 9oD 1465 ; ; F *r 370 4 5 MH#10 6 - MI i IWI 6 Street _ s N 110 11 6"x 12, PVC Stubout ld �--5' I co a N LOT 10 LOT 9 I LOT 8 LOT 7 I In II I I LOT 3 I LOT 10 LOT II LOT 12 LOT 15LU " Z 1 C8# 5 Type I IInstall 'Srop" Sign RI-I 16.25' LT- 1+7448 ) �: ?• off;; i ;i. ;.r '+;` ; ; •`• ' x 130"x30" W/Street Name N Rim=486.93 I "» o '" (Signs 24'Lt 0+42 0) FE(AIU=483.76 y I»: :~.• : 3 ': • _:.» Op. /R�im�'LT o+q8 ±w to, LOT 16 LOT 17 48 3- F 6„4 LT 50 I ro /FH 8 SE +0 7 4 e _ I 5 8"D•P WMi . . .-r-^�. - : - _ — MH#9 . 5 LOT 4 I LOT 9 5 -.{ l0' . mil 2��8.0. 4) 5+ I ;�— 32LF 8"PVC SDR-35 Install Juno- Box 9 Luminaire ' o LOT IQ 5= 2.750/ Per City Std. 2+68.50(Ext•) c., p' S' N w (n '� 215 LF "P C - =4.31% I� MH#B I .�Oy Install "End Of Roadway" Marker W16-102 `m S9a..sdlNSL 1—_—� Q`N 18"xl8" Red W/Red Reflectors Banded To Pole MH9-A LLJO IWI Place _ SBB^ae' Io"E N-W, CTr- CuF-0e--sac 2+25 �'-a SEE SHEET N06 -- ---- - Is c1 b�Aa65� I h _ ^ % : Install Type A' Mod Mon• \�T S_0-300/ LOT 5 H#9 — �5 - -� ��5, LOT l3 132 LF 8"PVC SDR-35 S= •48 tito 8 pVC SDR-35 MH#9-A r�-10' 88LF �,N.p 27'Rt 2+38 x ` 6"xl2' 'P Install Per City Std. 1-1/2" o '6@ CB# 7 T IZ MH#7 Stubout CB#4 T e I PVC Sc h 40 Conduit '.�� q 5' Rf 2+61.41 16-25' Rt- 0+42 ± v W/2-#6 THW 8 1-#8THW oa ,� -.. .�. 1 � p� Rim=490.25 6"xl2'SS I - 5 FE-467.32 ;I Rim=48295 y41 Ground �W . . '. ...V `FS I•E(AII)=47742 I \ ESH,I NCL hE(w)=476.4I LOT 6 LOT ? LOT 8 I sE //� I-E-(E)=478.31 CB# 6 T eII �o I-E-(NW)=478.68 16.25' Rt. I+74.48 wl col I-E-(NE)=480.72 - Rim=486.66 I-E-(S)=479-I8 I-E(E d W)=477.68 I LOT 3 LOT 4 1 E-(N)=482.88 LOT 5 LOT 6 �I IV 30, oGe a SEE SHEET NO- I SCALE I"=50' 22 r\ M \Existing Ground / 0 C to qp ai n W It OS.� U ± / # rr E mo Of a +5'23`� SANITARY SEWER m # Finish Grade U U � 45 _ -- ' I vc 8 C 0 485 O - K Y I-E =48483 g + 480 # „ # „ la- 480 = E i�, 0 xxE �1 + 8 x13 - S= Finish Grade g¢ ,,,N Pn M M FE- i =478.90 ` xE NvN 475 FE(wt)=473 80 _ _ z 475- ,� SNo�tK9cvi 470 470 _ a , `J -35 =0.6 /o - 'x 2' S: 8"x 34 FEW=469.01 I-Edin)=469.11 -249 FE-(SE in)=484.03� R-3 S=0• -% I•E- SEout)=469.11 1492'Inside Drop FE but)=469.01 465 465 � I•E-Gn)=467.92 I€TN= 7_20 ; I E(out)=467-82 = 7-I I-E-tT)=�66 I•E• =466-77.77 tE4in =465.10 cc _ - I•EbW-465.00 s - K Q 1 (] Aot+wyl 0 thisrdatey refle5ct s/9xxisting field conditions as m These plans are as-built and the information shown of a ' _ f DE 370 I? D t b n of e1' O O U M — C_..S C'''9l '4 w0�>�:c r'M1ICIt FERna o WLCMr1_,U �� Y Scale: • 0 'W' Place IWW O O � DAT9i.... •» ,q' yti Al - I•_ _.r, - + a + #I N a h ® `o (APPROVED6�Yt,ml�,. `�•..-- ENTERPRISES, INC• o > o o ± > ± N a 5600 SO 3N TH STREET, A 18URN, WA Sheet No Reyised Per City Review--9/21/6e•-RLM . PLAN / PROFILE 0 3 839_Tsss atU- nalr 4 0 I 2 9001465 LOT 15 LOT 16 LOT 17 LOT 18 c,- \ LOT I LOT 2 l i I LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 III I 0 - ---- -- - - - +o — - - ....:.: : _. ..... ..». : :: :.._.. • . i i ewer S PVC \� 470 P 460 MH# I LOT 13 LOT 14 450 i I Exist. MH --------------- --------- 6 ------------- ---------------- -------------- - ----- ------------ --------------- -- NO'°04' 22"E 358-60' _- 43'1LE 359.99' ----- - MH#5 ----- 440 430 Ago 5' - Sj A Shae1 r10 ,, S ,0 ' -A '>� j / 420 ee H# 7 MH#4 / �06/ j�A50 / ex Giroq % A30 j Ago N 65° 44' 03"E- 10 O U r w o mm 475 �a I. 475 I¢ 470 Sanitary Sewer 470 O I£• m =464.73 I 465 I•E-out)=464-63 o PM 6KJ9 O WORKS 465 �O y° CITY Or, d"- BURN I-E-4*465.10 i` ° 0 .a, 75" EtdG1NEERlIvf nFPARiMEN] I-E•(out):465• qti 0ATSLIZ-7— f@ 460 LPROVEDati � ' 460 = E I = E : f K -------- ------- _ ___- 455 15 Spacing TypicaIA ----- ------------------------- - - - -- Finish Grade o f � M/�ti�� 4545 ---------------- -- ------------- - -a ------ _ s 450 - '`�� ► f 450 I-E{in)=451- x R- - xm hE t =450.40 Energy Dissapator I-E-(in)=449.01 E 445 I- (out)=448.91 ---_ uS¢ 44.5 tE60=446.33 - ---_ __ FE• t)=446.23 '�i_ a N 71 I I -_4 4 9- E xer -a s a9 440 440 . Exist Storm - "These plans are as-built and the information shown accurately reflects existing field conditions as of - - - L 35 this date 5/I/90 ` ^ 0 4V r. 5 WEST BEVERLY HILL (xj/ , r=� :vt• ENTERPRISES, INC, Revised Per City Review---10/20/88---RLM SANITARY SEWER MOO SO, 316TH STREET, AUBURN, Vt,". Sheet No- w 653-7666 927- 04I6 a_d_g_ IT l� '1001465 � P. F # 3 7 C� 6 I Type II-48' CB `QZ I ( Exist Fbw Restriotor `Aso Q - F51 of } \ A1 ,g ` / o ' Overflow=299-9 / r mox \\ \ e\ O .\ S/ \ \\\ "� 11 hE=289.9 o4e \` CB# T e / ( 1( Orifice=400" 0 y;:°• Rim=462-6 I•E(Out)=45B•74\ I-E-00=45800 / + Energy isipator\ � I / 9 DPQ / i 5=20e1" 6' 27LF 8"D•I CL-52 S=42.74% \ \`\ (Conc. Anchor Top B Bottom) \ . �\ \ rr / / P�aOr' / Fe ifhoihlink 010 / '' f \Exist 30" 1/2 Round CB#8 T e `� i D 5LP Rim=g8998` �- ^'1 CMP To Toe Of Slope I-E•(AII)=477.01 ` � / /�,� � x �+ Remove Exist 12"CMP ` \ . \ `� FLo�65 ` \x Overflow &Replace Bs51( �st`ei� 1 Exist Detention Pond W/IOLF 12" PVC SDR-35 \ �\ e J ,G/.S��o9 PSI?cSss'S.^ _ Storage Prlovid d= 27,0911 CF I I•E=3000 S=h00N. N CB#10 Type I I 26 2T V / o E*o�Qxi iG�P Storage Required=23t 415 CF O(•�Q CB#7 T e II O„ \ . . \ Rim=457.0 errata -( ` _ _ �s-- D V o� I-E-(AII)=452-98 �� J t \ P 5' Rt 2t 61-41 0 �`y — �!/ p Rim=490.25 i + hE,(A10=477-42 D--"Np e /\ \ AL / E =349.9 ��350 .�0� �RiDrab-Di" \ 478 — \ Construct Approx. 425 LF Fabric LinededDitch, Slope To Match Existing Gradient Of Natural Drainage Course \ 4e0 (Avg Slope=23.5%) _ \ O \ ..,,... \ / NRiprop � VC Provid� Riprop Check �00 s•�B,Q�re Dams Every IOU Max CB# I I Type I p r 4 1 —A 0 o / y 482 - __ -_ - - - / / / �.�` \ Rim 0-0 °rrY O.00. 0" I•E(A\=446.30\ S'fyo,oyy�rOh \A)p "The storm drainage Det tionLion � I-retention/detention) -system 5\0 / S2 SOO A9 Vo *O 9S0 has been constructe to cod nformarrce with the approved plans and / y2O 0 s/p 0 \ is functioning as designed." Too Bank C _ DITCH VELOCITY C.ALCIILMIONS 6"-a" Quarry Spal _ /gy FARlFlow- BC LxNm D� 4 SE�7lON ArA 80 A. 12 2 Ca= 0 45 L- 4Oo 5- 2 5% w V=18fps 1'c: 10 + o 1633 m.n Izr_ 1.15CO 475 -- -_ # Qzs` (0.4$)U IS)(12d)= 6.31 cfs ►C7JTj7 7s_ patted a -- m Boackf611 ••/i £ ' ' 1 I� � JI Fabric Lined Ditch :.p: 4,,.Q' ' 'r ..;fi �4CY "onc M' j x 1 SECTION C-C •30 470 5M6 = W e O-Z35 Ft/FT n.0 020 (FA841e lIN60) 1 Q_3i. 12 R SUz ROCK CHECK DAM •n A115' e 1 Q = 14fl R� Sv,.q La f n bed Soil �; 11 As5uME d= 0,.1/9 A- 0 490 FT s g= 0 21-1 Q= 34 12 (0 219)%(6 480)I< 6. 30 cfs x 4�31 cis :. ok 465 NuP V. ( # U5E ."-8'QOARRY SPAL bs FOR CHECK DAMS CONCRETE ANCHOR NP I1m Y `u Reseed Disturbed Areas - i N \` 460 _ IIft Fabric Material _ Existing Grade 8 Finished Grade k: IIblo ,. I (_'=,_ bNE ,rr�Jl Anchor Fabric At Top - � � 3 m 2 ocl,lo ' 2 Typical Both Sides �6 r33 ILU` u t,�EfflF 455 - \ � �, SECTION A-A FABRIC LINED DITCH dY"Eo ' �Q a m (a 450 RD L . S cb O,�k,,V �\ ,�c c;a 4 8"x50' SDR.35 a € Slope To Match Lined Ditch + 6- "These plans are as-built and the information shown 445 WVSM :_Riprop I•E=446.01 � I If_ s/ accurately reflects existing field conditions as of 2_ _ '��"'= /i_ = this date 5/I/90 " yr�'�fg 'e�� f w= Swale 10"-_-w___ -•-0bq W/6 rry"-8"Qua Stone P Deep Al� d SECTION S-B 4M �aa �NATURAL SWALE DE-370 R � CtyRi =9/? M � 440 L 0 Y ® Scale West Beverly Hill Div. II I•= _.V_Vt ENTERPRISES, INC- 3800 SO 316TH S1REEi, AUBURN, WA Sheet No Storm Drainage 839-7666 927- 0416 -6-at_� 9OD 1465 IOLF 8"PVC SDR-35 RI- Stub Out 8 Plug Install Juno Box 8 Luminaire Per Cit Std. - - C B T e I-C 20-25 Lt. 20+3O / Install June- Box a Luminaire Per Cit Std•Lt- I +10 E-=483.52Install Per City Std 1-1/2" Sch- 40 Conduit2-#6 THW 8 1-#8 THW Grd•�A—�2'Lighting Ess=1 � \ o °u\i \ CTR SEC-I > o NI 1 f n- m W Is 20 Street 2FI N•W 2d2 WEST LINE SEI/4 SEC II N01e 11'50"E w _ a N01' l l'50"E 22+20.17�r O _ 29500' -' w Install Type A w N N Modified Mon Install Junc- Box 8 Luminalre Per City Std z 8"PVC S R- - % 22+64.17(Ext) J s Dr1; iNute - - - an n Pole Method Approved By � -�:--- : -- ----- -- - Cit En r "ENDD OF ROADWAY" Sign a .. . . . .. . . . . . �- . . . .- - - -_ - 16-10 (Red Refl.) 18"xl8" At 4'0" 5' Typ f✓ Mounting' Height CB#14 T eII-48" 15.47' Rt. 19+15 - Rim=487.19 CB#16T eII-48" I-E (Alp=480.58 15.47' Rt•20+65-34 I - Rim=488.32 �b I•E•(A10=479-98 rh �5' SS MH#16 SS MH# I o: 14224'Rt• 18+2534 144' Rt 19+8534 150' Rt. 20+75-34 Rim=413 b Rim=477.8 Rim=47&5 > - I•E-(8"in)=467.60 I•E•(8"in)=475.00 I-E-(8"in)=471-50 b IE-(8"out)=467.50 p I•E•(8"out)=474-91 I,E-(8"out)=471-40 O = V LL N O J — N — — W O - LOT 6 LOT 7 LOT 8 LOT 9 a_ LOT 10 LOT II LOT 12 o m ov SSMH#14-A N m 150' RA 21+55-34 Rim=477.6 I-HIS"in)=471.57 SSO+10 SS 0+85 SS 0+10 5' hE-(8"out)=471-40 —_—N21,54�E.— .a I ------ SSO+I5 SSO+10 N05�29'11"E SS 0+00 90 LF 8" PVC SDR-35 ��_ — _ 0roi e 8 Utility- .QsAM0a le I I,50„E --' 5-422% 80LF 8" PVC SDR-35 9=4.75% 6"x BOSS ----------- ------------------------ �--- -'--- ----��- -- - Top Of Slope - _ ___ S=2.34 -------------------------- 155' Rt• 20+65-34 Top Of Slope Rim=474.O! I-E•(AI1)=470.88 See hosts a heat 80' 80' 80' 80' 80' 1 115' NOIe II 50 E 500 APPROVED ��yy DEPT. 08 ♦ 0300 "IQRlow 500 �M1" CITY OF AUBURN ENGINEERING 4- EERING DEPRRIMEN.B DATE• � i 495 __. !2 APPROVED SVI 495 Qa n • -Ex isting Ground # l ut GO 490 0 ---o.T% - T 490 finish Grade At CE �� 0.75 _ a � ®485 Q-a lhxv- If) 7,a ti F ^ — WNW % O —� IT + Q N I L 8 VC St -35 = O ; � - # �0 48 ----- �E — __-_-___-__-e 9 m� -- `--------- Existin Ground At San- Sewer N'- vi¢ 8"x140' SDR-" S=6.500% t' - - F 475 - `- `- �# SECTION A 475 hE 475-00 IE 474-91 " - fE 473-44 1 0"'T 470 E 47h 50 e son h r�V u.MNSN°iy�!'•.ti 4T0. _ I-E471-40 'E 471.57 ~� r I 47 h 40 V i 465 I.E. IE• 4676D e, As-BuiltCul- De-Sac-.--IV28J88 •y.N• 1wtEN " PE• 467.50 c�i Revised Cul-De-Sac F#r-CT Ate uu-8s�f•--4/9/B7 _465 a Revised Street 8 Storm Per City Review---¢/7/87---RLM N !evised San Sewer Per City Review— FILM w 23 Z4 460 9 CP H m M O V 1 I ® ® SCOIE a DE-370 W STREET NW =CFI= I'=i_vt ENTERPRISES, INC SA00 SO- 316TH STREET, UKKA, WA• Sit N" PLAN / PROFILE 639-T6E 627 01)6 AID_ 18 Is 20 21 22 9 0 0 14- 66' o- �R O N j v 4 /10 � 'W' 2,1 Street - 22 N1^u'50"E I ( i I1 / / CENTER SEC• II-21-4 �o,� Nn,2s2-208 E10 22&182 �\ ^ I !I RI q'dl To Toel Of Slopes � I I / ' / / �' / / �' �d O g I j Install 221/20 Bend FLxFL' a Stub To Direct Flow Downhill I /- Ripprpp Qutlet 10' Downstrgam IW/8'-12' 0}}!!arry Spalls 8' min gepth f 6 /Ling Svple^�Above Top, pe l 40LF 8"PVC SDR-21' I S=0-40%' Install PVCx FL I LOT 9 i LOT 10 LOT I I LOT 12 Adaptor a 450 Bend FLxFL r r------- Top _ -____------- Instal , I � To Direct Pipe Down Slope � i � � � � of l Conc Anchor At Bend; 1 I 5� I , / AB Bottom I I I. ( / , 6' Chain Link Fence p-g^ 45°Ben \ Typical Around Wuh / / ' PVC / R- I �\ I TYP I' Freeboard -.I �g" yp. ce V Max. Water �urfo — - — CB#20 Type U-48' I ` I _ Elev=v--44033= p ' • ` CB#17(Sheet 4 —_ — — _ — - - NFlow II 1585813tor - NI01714-095— _ _ 8" .�L 52 221/2'— - ° 'E10,366•l34 _ �' - _ _ E10,438.561 / ( F _ — Bends FLx FL 8 Cone_ __ --- _. / % ��To Of Banker - _ _ — _-- - - Anchor Top a B ttom _ — - - RE(i)400 10 / --� ' 2 -- - —_ __ — — — E( ) 8 1 - Typical Each Side -- __ --- _ ' ' vau = I o C. i #4 at 16"O-0 Each Way ou to U 395 q4 / \ --- _ - Overflow Elev =403 00/ / Ep,418• l _\ IB' I 0 I 0 V S R- 5 -8.50/ � -Orifice0-2.75 O � 8"PVC S .00�/ � Pbo -- _ _ ---- 15_ 1fde Access ' ' O _ e W/g"x 7'S}ub Into Vault Provide 2" Depth I-I/4" (Plug Tee To North) p �0.7�' -- __ N101713-08I =_ _ — - 60 Cr. Surf On Rdwy 8 24LF 8"PVC SDR-35S=0-30% �'� p^u� I���p; Watersiop ._ E10,414.633 - 0 CB#.19 T eI-C Turnaround. I ' �� Rim=446.0= P6 N10,979• 72 ' IO LF IB"CMP W/Perforated Riser V L ' I-E-60=441.0 a I CB#20T e]C-48' I _______ ___ __J j 6" -vir iyi.>iii= is iii- O� E107428,912 (Temporary Erosion/Sedimentation I•E(out)=442.51 �� Rim=423.5•- I Control For Mining Activity) Flow estnctor ---- --- - ------ T�1 4" Conc Slob With 6"x6" W/W Mesh 5 - I�E(AIp=419�90 I I•E=401�5 Top Riser=404�0 (See Detail Sheet IC�1 ' Temporary Drainage Ditch 3-#4 Cant II NI1158'813 PLAN SECTION A-A E10,438.561 STORM DETENTION VAULT / I `x 470 \ 460 �\ 5 3f ° 450 �\ m 2" Depth I-19'Cr• Surf 11 \\ m Access Road Typical Section 440 \ I �1 40 z At G F.PP R O PUBLAC, on CITY OF AUSURNI I ENGINEERING D..,EIPARIMENA DATE 420 _ � APPROVED 410 x/ 0 Soq N \ # 0. 4Q4 Revised Fence B Turnaround Per City Review---4/28/87---RLM Added Fence 8 Access Road Per City Request---4/22/87--RUA x 'SDR-2 S=0- Revised Per City Reviev -4/7/87---RLM - 1 1` 8" DI CL 52 Approz-40LF ® Scal e WEST BEVERLY HILL 1"=4 '�N=• - ` Place I-Man Quarry Bione DE 370 IQ-yt.� ENTERPRISES, INC• On Riprop Pod For Energy Visapator 5900 $o-. 316TH STREET,,AU811RN, NI• Strut No- `'-- STORM DETENTION e3e-nts 921-04te 'tea_ \ 0 OURVE DATA Install Conc Pipe \\\ Anchors 16'C-C o ��\ MH*14to#13 0 �\ 05 p=56°17' 35" R=30-00' T=16-05' L=29-48' ``� SSMfiee eliNo-5 10T \\ // © 0=24°28'35" R=100-00' T=21-69' L=42.72' \ Q Z�=39°24'58" R=100.00' T=35-82' L=68-79' 08 6=14° 12' 43" R=100.00' T= 12.47' L=24.80' \�\ e� �4 \ SS MH#13 4 @r \ Rim-445-0-' every ® � \ IE•(in)=441OE u• y, i`\ \ I-E(out)339-54 \ Energy Dissipater MH \ \ See Detail Sheet �' \ Rim=407-01 I•E•(in)=403-5'- 1•E-(out)=402.0'- / ° Energy Dissipater MH y. / See Detail Sheet �Q i — N78°46'45"W 3-95' RSS m=337Ot \\ °\\\ \\\\ \\\ SS H j/ / SSMH#II 1•E-(in)=333-5t \ \ Rim=401.5'- / / Im=4 - I•E-(out)=332-0`- \ \ \ I•E(in1=39S 98 / / I•E(in)=39550 Energy Dissipater MH \ � \ \\ I-Nout)=392.88 / / I-E(out)=395-33 See Detail Sheet 46-813.1 a =L N 390 - 470 - /� 470 / / APPROVED / DEPT. OR BUBLIC WORKS / CITY OF AUBURN 380 460 ENGINEERING DEPARTMEN3 460 OATE — — ' G APPROVED3. 8 ' 70 / 450 y E � l f p0 L' 6 1. 450 MIX (b 360 440 /.� I•E 3410= 440 350 430 /,, v 1 s P_\ . 430 340 420 420 2400 2600 2700 O —O #O 330 i' - hE 138-5= j 410 0. � " � � hE 132 -0• g _ _-- +4a0 #o may i gV i yam' NQ .- 320 - - � � 400 / Dp•35 i-E403 5= 1O0 F 8 9s6" )O 1•E• 402-00 F 0" PVC $DIR- S= 0 % Revise Son- Sewer Per City Rev --2/17/ ---FI M i+ i0 39Q E 39298 hE 395 33 I E- 395 50 2200 2400 � r/ ® I.E. Sc GIP: 39288 WEST BEVERLY HILL I•+ Hr. DE - 370 ENTERPRISES, HNC• r - SANITARY SEWER 5800 9Q 316TH 37WE*, hZTM, VA- cS►W Nu 1200 1400 1600 1800 2000 0-7686 921- 0416 F'. F ;;73 qOD 1465 I, Type I Catch Basin Rim- 159.01 4"FRRF I-E-(AI I)= 156.83 4' [�10—TyP 12"PVC SDR-35 - __ _ 4' „W 2 70 w Install Conc• A 36 C-C MH#8 MH#To MH#7 K SER J 20' Typ. ° �� (See Detail At Right) i Concrete Headwall - 10'*- CURVE DATA SS MH#R 3 3 � I-E•=155.00 © Rim= 270.02 �� a =13°32'30" R=100 00' T= 1h67' L=23.63' I-E-=265.0•- 02 0=43'01'10" R=50-00' T= 19-71' L=37.54' (Solid Pipe Through Manhole With 1/2" \ \ = 1 6=16-27'00" R=100-00' T=14-45' L=28.71' Tapping Tee Installed q At Center For Maintenance p=g=5 L=II.94' Q Q'T 5" R=100.00' 98'T=5. Inspection) NOTE: Actual Location Of Sewer May Vary Within \� Limits Of 20' Easement. �• SS MH#7 \ I I 1 �Install Typed CB � I W 1 d Cone. Headwall \ l See Detail At Left \ 1 Q 1 '. S86048'40":W 313' CD 1 tj Varies _I SS MH See ShtB _.__--- -� CL z 1 5' Rt 49+35 Utili�_B Acces?FAse=ent Rim= 153-78 ��— 6OLF12"PVC Top Of Trench Top Headwall=160.Ot IE(in)=148-41 24 Access Road SDR-35 S=3%-' O s - _ I E-(out)=148 21 I ° (PHASE II) I J I 1 - �tro 4"Sc 9 i 12"x 221/2' Bend- 12"z60' DI SS MH# I I } an_n_ - Pot rey1ed Rock`/ _ '- ` '= Co . An Coupler RE(in1)59 5 00 I W l - - / Compacted /- - B' '� Conc y SCn 0"' Sewer hE•=I5700 -- Anchor l I ° 5 p LF " pert PyC Energyt)Diss3-50 iPater Z Backfill� t r6 _- (See Detail Sheet) A I I .i - 4' Perf. ADS ,., t`p � rdr C9 I % O ' '% 'n / •Y Conc caao as TERRACE DR15�/E 4S 1 ) _ N 1 H 1 v; NI° " I I v r --�� 25 LF 6" PVC 12'x5"TEE I W A1S' Compacted Clay .} (See Sheet N—5 899 For San•Sewer Within Roadway)FpHASE II) ��}` - I I Undisturbed Soil Of 8" Pipe 1 PERVIOUS MH *7TOC 1L SS CONCRETE ANCHOR Remove Exist TypeI CB �yq & Install Type II-48" See Sheet No-9 S MH#3 , ti e Sheet 160 i 320 - -- -- s� 320 i 150 o-E153 i 310 / 1310 m Existing Ground, ' +t o � 140 i. 300 300 Existing Ground` / Instdl Conc Anchors 130 �` Top 8 eottan � 200 290 290 / m c i � I / a� o 120 A PPROV ED / 190 ,' 280 0 DEP7. OF. BUBUC w0 ' CITY OF AUB�/Rn R� 2@0 ENGINEERING DEPAR_jAA"Q DATLL S-_4 7 #7 / 110 x E / — - 180 � %�/ �►PeDVEo / 270 P-70 (see Shee19 E- 105-90 .'' L. 100 260 ' (Solid TMu M•H) p,o - _. 260 g 250 Added Storm Collection SysteN B Trench Detail—9/30/87---RLM 1 47 Revised San- Sewer Alignment—9/1/87---RLM *- Revised San. Sewer Per City Review—2/17/87---RLM 1,E 155 00 i Scale. WEST BEVERLY HILL ® � DE- 370 1•+ 10, _Vt Ei• -ERPRISES, INC- 5800 SR 3161h 'IrET Sewer r: SANITARY SEWER RUB 630-7666 027- 07- a416Is 11.,�_.•_ 90 D 1465 CB# Type I CB# T e I 211' Lt 44+50 21 25'Lt 49+50 Rim 201 77 5OLF 12" PVC SDR-35 RIm= 151 77 Cale Type II-54" I-E(12"1=197-60 (Slope To Match Existing - I E (A10=147 77 Restricyor Manhole + - — PE 18"1= 197 93 Drainage Channel) ! 20 47 Rt 51+ 75 25 Call, T el Rim= 129-25 21-25 Rt 49+50 I E= 120 47 5 Rt 200 LF 12" PVC SDR-35 5=1017"S 202 LF 12 PVC SDR-35 S=990% Q Rim= 151 77' Overf low=127 47 42 43 44 CB* 1 E(All)=147 60 CB# T Ll e I 1 E (8"i 228 21 25 Lt 46+71-29 Orifice tE(8"n)=11240 NOI' I1' 28"E _ 4 23O<F RE= I'5 97 m 5132 77 40 (See Detail Sheet No I'E.(8"oud=!12.20 42LF 8" PVC SDR-35 S=0-40% y2"p�0 fE-= 129 10 SOq.35 -- -- _ S:g AAs Const 29'Comm Dwy 42LF 12" PVC SDR-35 68LF 8"PVC SDR-35 Lt CL Sta 49+35 S=0,40% S=0 40% CCasFR45' Co m 52 ce# r e I ce# Type I 4 47erLaCe 48 49 50 51 21 25' Lt 42+50 21 25' Rt 42+50 CB# T eI N01P II 28 E _ _ S105H50 DR- SS=641 /. Rim= 221 77 Rim=221 77 �d 42LF 8" PVC SDR-35 S=040% +i 21 25' Rt 44+50 Const 45'Camm Dw I E 02")= 217 60 PE =218 10 Rim=20P 77 _ 6L " PVC SDR-35 27LF 24"Cone _ f E-(8"1= 217 93 - - -P / Rt (LSto 49+50 7 =0-40% I,E- = 198-10 5 IOLF B" [SLFVC 12 351ESD 895 S=9-22% 11 "SS 0+6 ® (Stub Ou a Plug) - _ " 25 LF 8" VC SDR-35 S=0 % 6"S 2+85 'SS2+25 "SS 1+75 m 1V R= 350 00 CB# T e I (Stub Out Plug) T=67 36' 21 25' Rt 46♦71-29 a L= 13309 Rim= 176 4 SSM #5 CB# eII-48" CB# Tlr a CB# T el-48" PE (12")= 175 47 5 Rt 9*35 Rim=152 1 47 Rt 9 _ _ LF Water Level Control Weir I E (8"1= 175-80 Rim=1 3 78 hE(12")=1 5-94 Rim= 133 13 W Tash Rack 4T Rt 5H75 25 I E00 'in)=14841 PE{8")= 1 627 hEd8")=128• 3 S=P40% Rim=129-75 FE (8 in)=14841 I'E(12")= 12850 IE (Ali)= 120-58 1-E(8 wt)=148 20� 44' !g' Top Baffle=123-30 �_ . _. __. _, Z Toopp Bank Elev. (See Detail SM ) 05 ! -� I 130 25 Mim Rt200 Op �I' LOT I LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT II m Z d LOT 14 LOT 15 L=310�8 ° ° ' V U ` SSMH#6 '_ 40' Rt 49+25 LOT 12 LOT 13 100 LF 12" D4'P 52 Rim= 154-61 B 12" Standpipe o s o tom Elev Top Stotdpipe=l 4.00 hE(in)=14887 12h00 I•E-= 118'00 ' y` hE(our)=14877 (Use Two 221/ Bends O :1 T' To Enter Pond Provide m 2' Minimum Cover.) w r- O o Z 2 Normal Wote Elev 123-00 EAST LINE OF THE WEST 1/2 OF THE SE 1/4 OF SEC 11-21-4 50 00' NO10 II' 28"E (2' Dead Stooge) 0 00' 862 07' NE Corner 01 WI/2 SE 1/4 - t 1 1 � S14td qR S W� L II y r r•T, I -� r � Y . M +•l+r _ I I 140 1 sh Gr a At \` Fil ish Grade A I V ; ' { I r! Fidlsh Goods Ad I t ry Q I _ 1 _ _ 1 h elast �' F is Gad At � R + : 3 0130 , B , , i I - - rn i : I " DiP ToP C - 12-01 I 2 I I AT 20 W — ; FW ° 0 s — 3 I 01 0 6 : : I - _ I - I 1 — hE 14421— — 200 l 1 1 )1= '4b Air _ _ °° -- - --- - -!- --_ i San S C1T v eW- - /t7 f � + 51 52 53 S I v a• v t a P. : v i v a s gal, v _fie 1'C30_M: TERRACE DRIVE L Q�to — - — ENTERPRISES, WC I 5900 W SISTH -MET: AMN, VA- 21 Sheet try 41 42 43 44 45 46 47 48 49 50 PLAN / PROFILE 639-7886 627 0416 .$d_ PLATE 1 PLAN PROFILE a v. x 6 M. F. STa NDaMD gA30[N CORPORATION - o9iw.[° Al °t A fl G"'t / I t , '10 D l4 6S SSMH#2 CB# Type I I5' Rt 55+0147 Rim=96�83 PR P25' Lh 55+55'46 • sK ,Q Rimz 6)=9h82 E= 8122 P I-E-(8"ou F t)=942 /4 v `.' �"�• -_ Existing CB -_ azaa -r --ts P + 7 55+55 46 + I = + Mtgll Type A Mod Vertical cut & match Monument Per Cit Std existing asphalt pov't Y ___ _ 7+ .(EdR�Ot1S_T) Existing W D I CU52 Water — OTH LIKE OF THESE 1/4 SEC 11- I- 55N89 56 151h 37 ------- Existing S � - ---- - e r- -- _ . 1Q_C4PS� �t � — 1 �i F 81LPV H_ - '7 am aQmF I xistin I "RCP - 11tina Ia., RCJ -.1� 1Q•(L_ ra • LF 1 11 PV a^ay\�` I �ff•gs -- ------ ------- 01 R " P I I Existing CB Existing CB �� •�` I � CB# t II-48" t W/Solid Cover ExistingCB T II 20-47 Lb 53+048 2879' Rt 55.OP 47 205 - Rt 55+5546 S MH (Set over exist IO' coot) s�\ \4\ I I �, Rim= 116-28 Rim=97 22 Adjust Rim To 9h22 5' Rt 56«89 \ 14 i FE-08"1=85-00 Rim=78-89 \ t , 4 / PE•(A1q=11222 • FE (A10=9279 l-E (12")=85 32 FE+(Exist l0")=73 01 ' 15I I Ip / 21 25 Rt54+05 26 I 5� '4 i C8# T p T I-E-M"in)=7318 t I( Rim=106-24 oM elevation to verify location It i j I EE(AIq= 102 24 and elevation of existing 10" III I I I I Y r v son sewer prior to construction I u y g F b� ci i u i I I N 5'RP 53+75 ! • ) i %I Rim=109-78 f I E-Win)-104-40(South) IS hE(B"out)=10420(East) 7 u.l `.i• I �" z i'i / _ = Fj IE (8"in )- 10590(West) L0 15 o- it i ni I ;ri 1 y�B (Energy Dissipator MH) .f•. S � , Yi.i i it Im iI 3yoo w Wit:+ i of � I iu x si (n I pl I I li' i 120 115 w i nil j� i i 5i Iii w I al :4 1 1 r f 4— - ._ 87 1 - as an 110 ---- - 1 i - � . a At f -. -- - - - - -- - - - - -I E t 4 I E 7-3 18- Y -�I ' � s I l _ ----t _ , too 1 Ias S Y - - ----- - - - - W _ 1 I } 1 f � r4 : � 50 m i - GO t ( I 1an 4 i - - -- - L f G yr . sm i I 4 1} — _ - - - -_. San xiet_ . *Z < n t 50 o TERRACE DRIVE . � - - — — — -- - ENTERPR SE3, INC• 5600 I _L_ _ * 316TX blwD, ►IB ", Or $hePt hle: --- - 53 54 55 56 57 - - -' PLAN PROFILE an-Ion 327 oue IiLATE I Ot AN-OWFILE o. P. °. A.E. xTANG.Uo — -- diim°N cowmonn.oN °F~b � .... FF. ;�= � �� j- 1, 90 p146 5 GENERAL NOTES 1 . All workmanship and materials shall conform to the City of Auburn's requirements and specifications. 2. Standard Specifications shall be 1981 APWA as modi- fied by t:,e City of Auburn. 3. A copy of these approved plans shall be on-site during const� '.ction. 4 . Prior to starting construction, the Contractor shall call ONE-CALL (1-800-424-5555) for utility locations (water, sanitary sewer, storm sewer, gas, power, telephone, and television) . 5. During construction, contractor shall be required to control on-site storm water runoff by using temporary erosion/siltation control procedures. No sediment laden storm water shall be allowed to discharge into the City of Auburn's storm drainage system. 6. Locations of existing utilities are approximate. It shall be the contractor 's responsibility to R/W R/W determine the true elevations and locations so as to avoid damage or disturbance during construction. 7• Luminaires shall be 10o watt high pressure sodium vapor G-E-8C642N-511,24OV7 or equal. Luminaire Pole shall provide a 30foot mounting height and conform to City Of Auburn Standard Details and Specifications. Junction boxes 0•00' 1200 1 8 250' S•50' l ' I2r00' shall conform to WSDOT Standard Plan No- J-Ila Alt B (17"x 22") W/Gals. lids. PHASE II PHASE 1 WIDENING PHASE I PHASE I PHASE II WIDENING B• Service Cabinet shall be Unicorn(HP-UP-04-Blank) 125anp max,front plug-in Typs'P'- or equal conforming to City Of Auburn Standard Details and Specifications as 6.00' Shd 600' Shd 9 belmadenbytions of SDR 35 PVC using A.C. manhole adaptors or rJapprovedl I 2"' 5FHMSE I PHASE I Type'A' Conc' Curb �1 equal. I.5 cam. riocK -39Q/� ca. reocK 10. All connections of SDR 21 PVC pipe to manholes and catch basins shall be made by using CL 150 AC coupling with ring tite x IPS transition gaskets, or approved 5'Conc SW ` 1 L 2 equal. ----(Roadside Drainage Ditch 3" Asphalt Pavement Class 'B' (See Note) 11. The maximum laying lengths shall. not exceed 20 feet Typical PhaseI Construction P 5' for SDR 21 pipe and 12 feet 6 inches for SDR 35 pipe. 2"Comp. Depth 5/8" Crushed Top Course P� 12. Bedding for PVC pipe shall be 5/8 ; nch minus crushed 6" Comp. Depth Base Course Class 'A' May r H cock, 4 inches under to 6 inches over the pipe. 13 , Bedding for concrete and ductile iro,l pipe shall be Be Required Depending Upon Soil Conditions 5/8 inch minus crushed rock, 6 inches under to 6 NOTE: inches over the pi;:ie. Phase Construction Shall 14. All pipe trench ba.kfill ..aterial s:-&1l be Class 'A' TYPICAL ROADWAY SECTION Provide 2" Asphalt Pavement Bank Run Gravel. Class'B'- A I" Overlay To Be 15. Pipe Trenc` Backfill Material within the right-of- So. 316th Street & Terrace Drive Provided PhoseI1 Construction y wa shall a 5/8 inch minus crushed rock . 16. Existing ,,avement surfaces shall be sawcut full depth with straight, uniform edges. All joints between the new and original pavement shall be painted with asphalt emulsion (CSS-1) . 17. Street curbs shall be painted :vith formula WID-Y1 (yellow) , 5 feet from each side of all driveways and 15 feet each side of all fire hydrants. _ 18- Curb and gutter reinforcing shall be#5 steel rebar, 8' long centered at R/W rate conforming to City Of Auburn Standard Details and Specifications. R/W 30' 25' 19, The Contractor shall install, reild' e, ur relocece all signs, as shown on the plans or as affected by construction, per the City'e Standard Detail. Future Roadway improvements 20. Electric and telephone lines shall be in a F- 7.ch By Others with a minimum horizontal separation from other td- Frame Aid Cover utilities (sewer, water, storm) of five feet. 21 .. All construction surveying shad be done under the F#W&W� ` - -\ _ \ ` _ _ direction of a licensed land survelrr or a licensed a - - professional Civil Engineer . - YP "7: Shd T e 'A' Conc Curb 1-5300% i�inc SW B"PE Pips 8"x 900 Bend D-I- Cb52 - I 2 in (Rothe As Rsqd To Direct Install M H Steps And Access Rim=405.0 CB#20 AIb Flow Toward Outlet) Opening 90°From Irdef Pipe 2" Asphalt Pavement Class 'B' 2" Comp Depth 5/8" Crushed Top Course 6' Comp Depth Base Course Class 'A' May -jF--'i - e"z 2'trf Class 52 Be Required Depending Upon Soil Conditions e" Flange Adgolar FLxP!an End Adaptor TYPICAL HALF- STREET SECTION T A,alxr Flare. A . _ Street NW Sta. 0+00 To 13+20 Std T,vpe X-49"M-R Std Type II CB ! r : ¢ ii Is Length As Read Temnnal Anchor v R/W R/W ENERGY DISSIPATER MANHOLE Manhole Adaptor, See V Std. MH Steps 2' 20' 25' No.General Note No 9 B � (' 8" Rubber•Goskaied =f7 p PVC Tea; i - 7"x9 'Railroad Tie C-Cramp it, `1/b'GOV Sfsel 4-5✓8"xl2*CdV Bolts�1 I 5" .f'• -= 0 -1 B 20 , To Vault , hE=395.84 CB#20 1 1.5 Type 'A' Conc Curb 4" _ 300% 300%_ - O 8" PVC PIu With 4'-O" _I 3.M'0 a ;. 2.75 00rifice CB#20 V Conc• SW s'. 2" Asphalt Pavement Class 'B' 2" Comp Depth 5/8" Crushed Top Course TERMINAL ANCHOR RCMP 6" Comp Depth Base Course Class 'A' May Be Required Depending Upon Soil Conditions FLOW RESTRI T TYPICAL ROADWAY SECTION 'W' Street NW Sta. 13+20 Ahd S T9E wij Revised Typical Section B General Notes Per City Review--4/8/87--RLM T''xtij'y/,�VNA L �•'t%, Revised Energy'Dlssipater Per City Request---2/19/87---RLM ,/yi ••,.......r IZEVISEO PAVEMENY WIDTH�pH•S� FROM 1D To 1A, HER CIT-f'5 rtEGkUpns V1 5 �/3/7 APPROVED 4)EPI OF PUBLIC WORK® Scale: 1gl CITY OF AUBURN WEST BEVERLY HILL 0 (Q P 1"=—Hz jt ENGINEERING DEPANTIAENZ I'- _Vt OAT �_ -6-1 ENTERPRISES, INC- 5000 S6 316TH SIAEET, AUTUMN, a- Sheet No APPROVED a / DETAIL SHEET 639-Tes 927- 0416 laof— 90 0146S' —. 71 / - Remove Existin "STOP SIGN" iI And Reset 27 Lt 0+25 11 ,'1 (Phase I) ,1 I I Vertical-Cut 8 Match ExistingCB Exist' Pav't At End Curbs '•l Rim= I6'00 N Vertical Cut At Match I-E(1 "in)w )=51P20 CB# Type I (Phase II) Exist Pav't At Gate I'E (B"in)=511' 53 x 21'25' L10+05 Rim=515.62 I� I-E = 511-95 . , �1 x Saw Cut 8 Remove Curb 8 Sidewalk EX. POWER POLE /i " " I. Rem Curb,• .., =0+00 I W�LUMINAI{LE '� "�. CE INT'X CB#3 T eI (Phase II) INSTALL TY7E 'A I �i a'i ° 'u ° y�9''l s.,,.������_.__ �«.... >- �___-__--_-_z-____ ____________. -w__==._,_-__.�...��...-- ...�,.�� % /,I 'I RP 52' Lt 3+6820 21.25 LT 4+70 MODIFIED MONUMENT x x _ ' ' =77°45' 13" Rim= 516.7a (°iEL SUE6T 2 " RP 4T Li 2r8436 l R= 30.00' PE = 513'58 Exist. 12" Conc' (Retain & Protect) i 7 LF 8"PVC SDR- - rs_ 0 = 102° 14'47" S= 1.18%(Phase II) _=j,__==_--�-_"- R=25-00'. / ____—___=== `LsLl2°Coot ----------'--- ---- ''" - / - ----- -- ------ �� Const Std. Curb Ram 7 L.K. N 8" P V C.a✓ L_Const• S d 45' Comm Dwy _I � I �� i0 IAIST*A.UL_ B' PVC.T E Iv q•ems F Lt ( Stay 0+65 P I ti a E. = 511.(0l I _ Edge Existing Pav't _ PhacR T r trL Lion ( 5 1 Taper) _ S86°13' 42"E z L N N —� Vertical Cut 8 Match o SSS --- - ------ - -- ----- -T----- - - Exist� Pav't At Cy <.,� SOUtt1 —3 � 4 a >- -� 316tiT - _ Street Right-of-way 8 Phase Construction 89° 51' 54"E F--- I > w 9y �__—__--------_— —Limits Phase I Improvements a � �� 9a• � q� End Taper 3t50 LL °0p N [x' N J utea► 111 C W I IS IS ° \ POWER POLE' STA. 4+5Z o I Install "DEAD END" Sin NOTE: Relocate Existin Power + 2 0 ` \ CB# 2 TypeI (Phase II) - g W)400 WA•TY -SODIUM m 21.25r Rt' 0+40 WI4-I 30' z 30" Poles 25' Rt rE Spacing Ai CB#4 T e I (Phase II) w 15-86' Rt Ir00 - ,,,�. VAII LUMINANCE M I + Rim=51593 - (+'�[ By Puget Power 2P 25 RP 4r70 0 6 1•E•=512.26 (Phase I) (PHASE =.)�3S' HT. Rini 516.74 z z O I I-E'(8")= 513-41 POWER POLE ; STA. 2+52- I-E-(12")=51208 w l AY © W 400 WATT SODIL.IM v POWER F'OLE � STA. 0�52 WT 400 WATT SODIUM VAPOR UMINAIILE d 35'HT. m io a VAPOR LUMINAIRE�55'kI-V S3. µT (PHASE S� Q e I (PHASE S) z Ic NOTE: F° Traffic Signs Shall Be Installed p In Conformance With City Of v' Auburn Standard Sign Detail. REVISED 5TORM FROM CB. 1 TO CB�`Z PER CITYS REQ(I/l�y�ST. L E:EVI5101.1©- RELOCATED POWER.POLES LUMINA112E.S b�Z.6 (a- 555 ( 1 - _ 530 in I _ —L I - - ,-' - -r _ � I 2 -- - ___ - - .—. --_. - - - _- - —_ - -__ ( - : - Fini Gin -_: _ _ _ _ -_1 -_ 525 ti _ ��I fDns mmetr - � ' _ Eri t1A9 Gr ud I 1 -- - - - at -- -- - --- -- --- -- — _.-__ - - V __ _. - - - - y - - 520 590 - - - - - - - + � I I 515 - - - - - - -- F - - - - 1 ' 1 ° t- W ° - - N LL V Y N W _._. _ - . . -_ _ _ - _ _ - _ _ __ _ _ - _ _- _ -. _. 510 J { 21 m 05 - - — - - - -- 505 - — - -- - 500 - - - - - - - — - -- - — - - - - - - - -- - - - - - T ET 500 - - 495 - Scale - - — - - -- -- .._. -._ - -- - __ __- _ .—_ _.— _. ..._ __. _. _ - Vt SOUTH 316th STREET - - - - - - - - - - - - _- -- - ENTERPRISEb, INC- -- -"- --- - — -- - - - - - - -- - 5600 SO TH STRE AUBURN WA Sheet No - -- - -- - 316 E1, AUBURN, - - - -- -- — PLAN / PROFILE 0 I 2 3 639-7663 927- 0416 PLATE 1 PLAN-PROFILE D. P. R. E R. E. STANDARD OIET2°EN CORPORATION PRMT[V I. U.S.A. � � Z -7 90D1465 k 4r I r` SEE SHEET 9 Install NTOP PION' RI-1 30 x30 20' Rt• 12+64 See Sheet 9 For Intersection Details (Phase I) s (Phase II Construction) 1 Grade As R uir•d 42LF B" PVC SDR-21 To Assure DrainagE S=0.40% (Phase Si ;CBk5 T I (Phas•II) C8f7 T • 06a5e11 POWER PALE STA. 12 t!! • 21-25 Lt• 7+20 21'25'Lt•9f72.54 Rim=49713 Rim=467-14 W/100 WATT SovILM Lira I + g I =494'45 I•E•=4e3'00 I•E VAPOK.W 'K+' NT.- (Pet ASE.a ti _ 30 LF I emD' Phase 17 w �+ S89. 51'54"E 11 f I ovemend <_ 42 LF C" •35 _ -.. . .. _ :. . ..w. _ Paving /9 I " PV R- - 'b 250 LF 12" PVC SDR- 1 Pho S- 3 34% 5=040% Phasa I Phase I Frid a — J x - POWER POLAL 5TA 10-59 WARMS ' W/4po WATT SODIUM 0 e Riprop Outlet f 13t08 17 601 IAve= O VAPOKea. 55' NT. Q I POWERrOLE ; STA. (.+SZ C k6 T s11 (Phase II) CB*8 T peI (Phase ID (PHrOW SL) IMS w w/Aoo WATT 5ov1uM ® \21-2-5 Rt 7+20 POWEIt POLE ; STA• &+52 21'25 Rt'9+72 54 TALLTYP 1 / VA1�oR vi5' NT. Rim=49713 W/4Op WATT 50DI11M Rim MOVIFIEv MOM - O \ =65' 35' 7�� VAVOW- - S5' HT. NOTES Relocate Existing Power MENT ►Eet C%" 5 — AY MARKERS' lt� R= 200 OQ (PNASC =) PE(8")=494-28 �pHA a•� I E'(A10=482 83 Polas Rt' (L. Spacing a• W16-101 IB"x 18" \ I°E(12' 1=49198 Existing Drainage Swale �� �� Mi. B t Power' ( 6, aSe'IRt- 13+30 L=228 98' Lt. I + Construct 20' Approach Rim=483.98 I stall "STOP AHEAD Y I E'= 480.31 Lt' Ql, Sta 7+52- Match W3-1a 36"x36" Existing Grade And Surface a 0 5/8. Cr Surf' Top Crse- 20' Rt' 10+64 Pave To Bock Of Ditch W/2" (Phase I) gg Class B Asphalt Pavement' MATCH LINE SHEET 8 STA 12+00 N i 0 G F o a O t � E Bk Np Y Rim= Rt' 15+59'77 ? Rim=ll) 0 �U u, PE (Alq=4B0.14 N N 0 o Naa O z z a $ IzEVISIOU® - KELOC.ATED POW EK POLE-- • LUMIkJAIICES P'ER clT`(• KEV151oN A^\- INSTALL MOM. e, INTEKsECTION or (.O-AVE 50 w.;a vr. An 505 505- 495 495- f O O 2 - - 15 16 f 485 - - - - _ - SOUTH 316th STREET L e. ENTERPRISES MIC PLAN/ PROFILE Sm 34TH SWW' "wKa s s T e s 10 n 12 13 14e�9-�sss -aa PLATE 1 PLAN-PROFILE o. r. a. . .. E. rrA.Oxro •a.. aneoew cwrow.nor• wwne w u.a.a. 400 1466' - ; R/W R/W _ � � Std Frame 9 Grate 2-50' 5 50' 10-00, IZOO' 1,L• 0' C PHASE II PHASE II WIDENING PHASE I PHASE I PHASE II WIDENING I i 6 00' Shd 6 00' Shd Transition Type O O HASE I PHASE I O O 1 Q Type 'A' Conc Curb 1 1 1.5 W. 2.._ ee MINUS �.00%_ 3.00% Z'.-�B MINUS 5 a 1 i . Ca. KtoGK `- - Ca. KocK 5'Conc SW L__________________� LL F-� �Roadside Drainage Ditch 2 Typical Phase I Construction 3" Asphalt Pavement Class 'B' (See Note) 36, 2.Comp Depth 5/8" Crushed Top Course PHASE I 6"Comp Depth Base Course Class 'A' May NOTES Be Required Depending Upon Soil Conditions NOTE I• Minimum gradient of flowline shall not Phase I Construction Shall be less than 0.005 ft/ft. TYPICAL ROADWAY SECTION Provide 2" Asphalt Pavement / L-2' Pavt- Cl- B 2. Grade surrounding ground elevations as Class'B'- A 1" Overlay To Be /L� Cps. OWt` Asph required to assure interception of surface So. 316th Street & Terrace Drive Provided Phase Il Construction' Compacted Subgrade water runoff. 3- Vary swale sideslopes as required to maintain minimum depth and gradient. PAVED INTERCEPTOR SWALE ww R/W 30' 25' Future Roadway Improvements By Others 1 ZT�2'Shd Type A' Conc Curb - 300% 3 00%_ 4'�Conc r . --H_______ _ 2 2" Asphalt Pavement Class 'B' 2" Comp Depth 5/8" Crushed Top Course 6" Comp Depth Base Course Class 'A May Be Required Depending Upon Soil Conditions TYPICAL HALF- STREET SECTION 60th Avenue So. Sta. 0+00 To 13+20 R/W rL R/W 25' 25' 250' ' I Note: SW Not ; Req'd On Lt Side 60th Ave JI Type 'A' Conc Curb 1-5_ 300% 3-00%_ 4" 2 5' Conc SW (— ==:��72" Asphalt Pavement Class '8' 2" Comp- Depth 5/8" Crushed Top Course 6" Comp Depth Base Course Class 'A' May Be Required Depending Upon Soil Conditions TYPICAL ROADWAY SECTION 60th Avenue So- Sta• 13+20 Ahd• •N,~� So- 319th PI. ItEVlst�p PAVEMENT WiDTH(PIA.S) FROM 2d To 14' FER CIT-f'S KE4UES'�. APPROVED DEPT: CIR eUBL'IC WORKS CITY OF AUB'.'RN Scaler- 111aI ENGINEERING ATTMEN-•1 WEST BEVERLY HILL ® � ® I'--"I• >TEL__j LQ—B . ENTERPRISES, INC- I' _vt S& 316TH STREET, AUNRN, YM• Sheet No• DETAIL SHEET 839-7666 927- 0416 -3-0f2: Y F 27 �, �i_ - , 9001463